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TWO-DIMENSIONAL SEISMIC SITE RESPONSE ANALYSIS FOR SMITH RIVER BRIDGE REPLACEMENT Zia Zafir, PhD, PE, GE Senior Principal Engineer September 9 – 11, 2015 Reno, Nevada
TWO-DIMENSIONAL SEISMIC SITE RESPONSE ANALYSIS FOR SMITH
RIVER BRIDGE REPLACEMENTZia Zafir, PhD, PE, GE
Senior Principal Engineer
September 9 – 11, 2015Reno, Nevada
Acknowledgments
Xing Zheng, CaltransAnoosh Shamsabadi, CaltransJames Gingery, KleinfelderJohn Liao, Kleinfelder
Smith River (Dr. Fine) Bridge Replacement
IntroductionSeismic Setting and Field InvestigationSeismic Hazard AnalysisTime HistoriesSite Response Analysis
1D2D
Results
Smith River (Dr. Fine) Bridge Replacement
Located in Del Norte County1,000 feet long existing bridge with 2 abutments and 17 piersReplaced with 1,000 feet long 4-span box girder continuous deck bridgeDeck will be isolated by triple frictional pendulum (TFP) bearing
Existing Bridge
Rendering of the New Bridge
Boring LocationsNew BoringsOld Borings
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Profile
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Profile
Structural Model
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Fault and Seismicity Map
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Cascadia Subduction Zone
Site
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Pacific Northwest Seismicity
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Seismicity Sources
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Seismic Sources
Primarily seismic source is the Cascadia Subduction Zone (CSZ), with rupture distance of about 35 kmAdditional local shallow crustal faults
Big Lagoon – Bald Mountain fault, rupture distance of about 15 kmTrinidad fault, about 45 km
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Seismic Hazards
Use USGS seismic source modelPerform probabilistic seismic hazard analysis for 5% probability of exceedance in 50 years (return period of 975 years)Develop rock outcrop horizontal and vertical spectraSince CSZ controls, near-source and directivity effects were not needed
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Outcrop Spectra
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Time Histories
Seven sets (each set having two orthogonal horizontal motions) of time historiesTime histories were selected from historical records based on spectral shape, frequency content, source mechanism, and site conditionsEarthquakes from Japan, Chile, and Taiwan up to 300-sec long were selectedSpectrally matched to outcrop horizontal spectrum
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Spectrally Matched Time History
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Spectrally Matched Time History
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Original Time Histories
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Spectrally Matched Time Histories
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Shear Wave Velocity
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Site Response AnalysisSeven sets (14) of time histories1D analysis in transverse direction using DEEPSOIL at each abutment and bent location2D analysis in longitudinal direction using QUAD4MFree-field response at the surface at each abutment and bent location
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2D Model
1 Qal2 Grav el Elev +20 to 0 2 Qal2 Grav el Elev 0 to -20 3 Qal2 Grav el Elev -20 to -40 4 Qal2 Grav el Elev -40 to -65 5 Qal1 Elev +40 to +20 6 Qal1 Elev +20 to 0 7 af Elev . +65 to +40 8 af Elev . <= +40 9 Br Rock Elev . +40 to +20 10 Br Rock Elev . +20 to 0 11 Br Rock Elev . 0 to -20 12 Br Rock Elev . -20 to -40 13 Br Rock Elev . -40 to -80 14 Br Rock Elev . -80 to -120
Station (feet)29,250 29,350 29,450 29,550 29,650 29,750 29,850 29,950 30,050 30,150 30,250 30,350 30,450 30,550 30,650 30,750 30,850 30,950 31,050
-160-140-120-100-80-60-40-20020406080100120140160180200220240
Elev
atio
n M
SL (f
eet)
-160-140-120-100-80-60-40-20
020406080
100120140160180200220240
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Verification – QUAD4M and DEEPSOIL Comparison in Transverse
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Results – Surface Spectra
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Results – Surface Spectra
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Results – Surface Spectra
Results – Surface Spectra
Results – Surface Spectra
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QUAD4M and DEEPSOIL Comparison in Longitudinal
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Questions?
